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Home > english-chinese > "dynamic compliance" in Chinese

Chinese translation for "dynamic compliance"

动柔量
动态柔景
动态柔量


Related Translations:
lung compliance:  肺顺应性肺应变性
elastic compliance:  弹性柔度弹性柔量弹性顺从弹性顺度
compliance criteria:  依从准则遵从准则
compliance cost:  税务执行费用
compliance error:  符合性上的错误
compliance testing:  遵守规定情况抽查
forced compliance:  强制屈服硬性依从
compliance behavior:  依随行为
compliance extension:  顺从扩充
instantaneous compliance:  瞬时柔量
Example Sentences:
1.The results show that not only variations of pile impedance but also parameters of soil layer can make effects on the dynamic compliances at pile head . the coupled soil - pile dynamic interaction model and the corresponding
研究表明,不仅桩身变阻抗特性会对桩的动力响应产生影响,土层参数的变化也会产生相应的影响。
2.Manual hyperinflation helps alveolar recruitment , which results in secretion clearance , ventilation improvement , lung collapse prevention , lung collapse re - inflation , dynamic compliance improvement , artery oxygenation improvement and work of breathing reduction according to certain clinical reports from foreign sources
手动式高度充气扩肺术可以有效帮助患者肺泡回复,呈现痰液清除、通气量改善、肺塌陷的部份扩张、顺应性改善、动脉氧合增加和呼吸减少。
3.Finally , dynamic compliances of a pile with variable impedance embedded in layered saturated soil are studied . a simplified layered model is put forward on the basis of the single layer elastic bearing model . by using the same method , analytical solutions in frequency domain hence semi - analytical solutions in time domain representing the dynamic responses at pile head are obtained
基于土层层问相互作用,提出了饱和成层土中任意变阻抗桩的纵向振动问题简化层间模型,利用单层土中提出的解析方法,基于这一简化层间模型,求得饱和成层土中任意段变阻抗桩的桩顶频域解析解和时域响应半解析解,并论证了模型的合理性。
4.The main work includes : for the torsional vibrations of a rigid disk on saturated media , first , the dynamic governing equations are solved by the use of hankel transform and the general solutions in the hankel transform fields are formulated . then , considering the mixed boundary - value condition , the dual integral equations of the torsional vibrations of a rigid disk on saturated grounds are obtained , which can be reduced to the fredholm integral equations of the second kind and solved by numerical procedures . consequently , the dynamic compliance coefficient curves and the torsional angle amplitude curves versus the dimensionless frequency are presented and contrasted to that of the elastic one
在前人研究的基础上,本文基于陈龙珠等曾提出的一组实用饱和土波动方程,用解析或半解析的方法首次较系统而深入地研究了饱和半空间地基与基础的扭转振动问题,主要工作有:对于饱和地基上刚性圆板的扭转振动,作者首先采用hankel变换求解了动力控制方程,得到了该控制方程在hankel变换域内的通解,然后由混合边值条件建立了饱和地基上刚性基础扭转振动时的对偶积分方程,并将其化为易于数值求解的第二类fredholm积分方程,用数值方法计算了基础的动柔度和扭转角幅值与振动频率的关系曲线,并将其与单相弹性介质情况进行了对比分析。
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